Council archive · source document
OPW16/0021 - Approved Plans Civil Engineering 1of 2
Plans and drawings: the text below has words only, no drawings.
D
-
POUR 450 DEEP LEVEL 1
BEAM FOR PILE DRIVEWAY RESTRAINING SLAB
RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING
SET FOR INFORMATION.
RV1 RV1
RV1
RV1
E RV1
-
RV1
RV1 RV1
RV1
RV1
RV1
WORKING PLATFORM AT RL 44.50
POUR LEVEL 1 SLAB FOR
PILE RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING
SET FOR INFORMATION.
EARTHWORKS - STAGE 5
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
NOOSA COUNCIL
APPROVED PLAN STAGE 5 PROCEDURE :
OPW16/0021 11 JUL 2016 INSTALL SCREW PILES AS SHOWN ON THE
PLAN IN ACCORDANCE WITH THE
SPECIFICATION AND TO THE CONTRACTORS
DETAILS.
POUR BEAM AND LEVEL 1 SLAB AS SHOWN SCREW PILES :
ON THE PLAN, REFERRING TO THE
ROOF RL 52.55 STRUCTURAL DRAWINGS FOR THE ROOF RL 52.55
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
REQUIRED DETAILS. MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
LEVEL 2 RL 49.55 LEVEL 2 RL 49.55
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
EXISTING
SURFACE BACKFILL AS PER THE
ARCHITECT AND
LANDSCAPE
SCREW PILES FROM ARCHITECTS DRAWINGS
POUR BEAM FOR PILE CONSTRUCTION
LEVEL 1 RL 45.00
RESTRAINT PLATFORM TO REMAIN. LEVEL 1 RL 45.00
RL VARIES. REFER PLAN
ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
POUR SLAB (BEYOND) AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
FOR PILE RESTRAINT
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
AT RL 45.00 WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
BASEMENT RL 40.80 BASEMENT RL 40.80 LAYERS.
RL 40.00 SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
RL 38.00
POOL PLANT RL 37.25 POOL PLANT RL 37.25
RL 36.50
SECTION D STAGE 5 SECTION E
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
- 1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 5 Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP25
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
4 of 12 B
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